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~,~.,uk <br />,i~ <br />-3- <br />J <br /> <br />f~ 8 <br />ConC~2ru• <br />I <br /> The objective of Rule 2.04.6(1)(b)(i)(D) is to identify potential acid <br /> forming, toxic-forming or alkaline producing materials. We are <br />e a specifically interested in discrete areas and geologic strata in which <br />Ne <br />~ <br />' these materials may exist. Table 7 presents only average and maximum <br />~A '^ and minimum values. Actual sample data by stratum is necessary. <br />.)y;,~ Please provide overburden analyses for the following formations: marine <br />~/as ~ shale; the fine-grained discontinuous sandstone; the Lennox coal seam; <br />~a.~_``e~~ the Wadge overburden; the Wadge stringers; roof and floor samples from <br />~ <br />~m, r <br />d <br />~ <br />r <br />o <br />d <br />f <br />ek <br />a <br />9 <br />r <br />de <br />b <br />n <br />W <br />~J from <br />seam <br />each <br />ho <br />which <br />floor <br />samples <br />the <br />Wol <br />Creek <br />for <br />e <br />roof <br />an <br />f <br /> intersects these formations. All lithologic units should be sampled in <br /> accordance with Montana or Wyoming DEQ's overburden sampling <br /> guidelines. Maximum values from Table 7 suggest that there could <br /> potentially be problems related to pH, EC, SAR, nitrogen species, lead <br /> and molybdenum, and consequently, we request this detailed <br /> information. In providing us with additional information, please <br /> document the units for each parameter listed and the analysis method. <br /> Were nickel analyses determined by DTPA or acid extraction? <br />Hydro logy Description - Rule 2.04.7(1) ;~: ~~,)~~ <br /> ,-- 1~~=. <br />~, ~ ~ Throughout the narrative, Wadge; water quality was described as having <br />;4i ,,.LDS_lexele of roxi tely 600 mg/1, white Exhibit 10 showed it had <br />1~ <br />' <br />°~ )levels averaging 878 mg/l. Similarly, Trout Creek water quality was <br />` <br />-' <br />' <br />' <br />"' <br />" <br />f'F% iig <br />TDS Levels of approximate) 900 mg/1, whi 1 e <br />r <br />h~vi <br />de <br />Ydl?H a~ <br />s~ <br /> Exhibit 10 showed it had levels averagin 500 mg/1. Please correct the ~ <br /> narrative. iZu. ~'~~ ~u'~- r~'° ` ` <br />.~ <br />~= ~~~ i <br />. ~ . <br />,J <br />r~'- <br />C, v. L <br />Rule 2.04.7(3) requests information.,on specific users of water in the <br />~ ground water and surface water basin: Please provide a table which <br />categorizes users (domestic stockwatering, irrigation, mining) and the <br />~f~equency and quantity of water utilized by these consumers. <br />~, ; ;'/3. Please submit a table indicating CYCC's adjudication rights for both <br />-',`'`., ground and surface waters. (Rule 2.04.7(3)). Document the presence of <br />- ~~ these rights during baseflow nditions tir~-frequ ncy of calls by <br />~- downstream users and the ater qua i y of these right Please present <br />----------a-sehedule~a"nd~pran which documen hts-which will be used under <br />~' different scenarios, to enable us to assess the impact of this use to <br />~' the hydrologic regime. <br />~ 4' ~~:0 <br />,,': <br />~ ~- <br />"',:i . ~ <br />1;~";~: <br />r6.: ~ <br />o ^ G' i~.' <br />;1 <br />f tee' <br />Rule 2.04.7(4) requires the elevations and locations of water <br />monitoring stations. Please label the elevations of all water <br />monitoring sites (surface and ground water) from Table A, Exhibit 2i on <br />Map 17. Also, it will be necessary for all water monitoring sites <br />identified in Exhibit 21 to be located on the map. <br />Page 2.04-26 states that the permeability of the Wolf Creek overburden <br />is an order of magnitude less than the Wadge. H_ ave_pump~ shown <br />thi s to be true? ~Wha-t--i-s--tFre permeab`i T i ty of~he~Wo1 f Creek coa . <br />-_Z_` . t <br />-~ ~. ~ f~., .-. - ,-•l <br />